Public Health Engineering Department-PHED has published Tender For Construction Of 0.40 Lac Gallons Ssfp ,0.20 Lac Galloons Sr ,02 No Intake Chambers , 02 No Sluice Chambers , R Wall ,Chain Linck Fencing Around Various Structures And Laying Fitting Of Rwm , Supply Main, S Main And Distribsystem For Wss M. Submission Date for this Tender is 24-12-2022. Reservoir Tenders in bijbehara Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 15-Dec-2022 | Extension | Date | 24-12-2022 |
2 | 17-Dec-2022 | Modification | Other | 24-12-2022 |
Sl. No. | Item Description |
1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
2 | All kinds of soil |
3 | Ordinary Rock |
4 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
5 | All kinds of soil |
6 | Ordinary Rock |
7 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed ( 1 meter from cutting edge ) |
8 | All kinds of soil |
9 | Providing and laying of dry stone solling tightly hand packed on horizontal levels. |
10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
11 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
12 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
14 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
15 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
16 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. |
17 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with |
19 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
20 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
21 | Foundations, footings, bases of columns etc. for mass concrete. |
22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
23 | Lintel, beams, plinth beams, girders, bressumers and cantilevers |
24 | Columns, pillars, piers, abutments, posts and struts. |
25 | Suspended floors, roofs, landings, balconies and access platforms. |
26 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
27 | Arches, domes, vaults upto 6 m span |
28 | Extra for arches, domes, vaults exceeding 6 m span |
29 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
30 | Foundation |
31 | Walls |
32 | Beams |
33 | 12mm Cement plaster finished with a floating coat of neat cement of mix: |
34 | 1 : 3 ( 1 cement : 3 fine sand) |
35 | 12mm Cement plasterof mix: |
36 | 1 : 4 ( 1 cement : 4 fine sand) |
37 | 1 : 6( 1 cement : 6 fine sand) |
38 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
39 | Hot rolled deformed bars |
40 | P/ M of water proofing compound to cement concrete @ 1kg/50 kg 0f cement. |
41 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. ( Welded) |
42 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
43 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
44 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. |
45 | Two or more coats on new work |
46 | P/F of glass panes 4mm thick with wooden fillets |
47 | Providing/ laying of Baramullah slab |
48 | Providing & laying of filter media effective size of sand varies from 0.45 mm to 0.70 mmhaving uniformity coefficient between 1.30 to 1.75 & should be dust free & free from other organic impurities to be obtained from Ganderbal Nallah & the size of gravel should varry from 2mm to 40mm incld all carriages complete. |
49 | Filling available excavtedearth (excld. rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m, & lift upto 1.5 m. |
50 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
51 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. |
52 | 150 mm dia |
53 | 100 mm dia |
54 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
55 | 15 mmdia. G.I. pipes |
56 | 20 mm dia. G.I. pipes |
57 | 25 mm dia. G.I. pipes |
58 | 40 mm dia. G.I. pipes |
59 | 50 mm dia. G.I. pipes |
60 | 80 mm dia GI pipe |
61 | P/f o fMS flanges to theG I pipe , including cost offlanges, welding charges and L/F charges complete. |
62 | 100 mm dia G.I pipe |
63 | Providing / fixing ofD.I/G.I bends ,Tees, Unions, Elbows, Nipples etc. |
64 | 250 mm dia D.I bends/tees |
65 | 100 mm dia D.I bends/tees |
66 | 80 mm dia Di bends / tees |
67 | 80 mm dia G.I bends / tees |
68 | 65 mm dia GI bends/ tees |
69 | 50 mm dia G.Ibends/ tees |
70 | 40 mm dia G.I unions |
71 | 50 mm dia unions |
72 | 65 mm dia unions |
73 | 25 mm dia G.I unions |
74 | 20/ 15 mm GI unions |
75 | 25/20/ 15 mm tees |
76 | 40/25/20 mm elbows |
77 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
78 | 100 mm dia sluice valve |
79 | 100 mm dia Gate Valve |
80 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces |
81 | Connecting and commissioning of structures including testing |
82 | Proviing/incorporating GP sheet strips watr seal 0.63 mm thick at constt joints incld jointing of ends so as to form a contineous berries |
83 | By Mechanical Transport including loading, unloading and stacking |
84 | 150 mm dia D.I / G.I Pipes ( 45 kms) |
85 | 100 mm dia D.I / G.I Pipes ( 45 kms) |
86 | Below 100 mm G.I Pipes ( 45 kms) |
87 | Cement and Steel (45 Kms) |
88 | Sand, stone aggregate below 40 mm nominal size (45 Kms) |
89 | Stone aggregate 40 mm nominal size and above (45 Kms) |
90 | Stone Soling (30 Kms) |
91 | Cement and Steel (35 Kms) |
92 | Sand, stone aggregate below 40 mm nominal size (35 Kms) |
93 | Stone aggregate 40 mm nominal size and above (35 Kms) |
94 | Stone Soling (15 Kms) |
95 | By Manual Labour including loading, unloading and stacking |
96 | 150 mm dia D.I / G.I Pipes ( 1000 m ) |
97 | 100 mm dia D.I / G.I Pipes ( 1000 m ) |
98 | Below 100 mm G.I Pipes ( 1000 m ) |
99 | Cement(500 m ) |
100 | Steel (500 m ) |
101 | Sand, stone aggregate below 40 mm nominal size (500 m ) |
102 | Stone aggregate 40 mm nominal size and above (500 m ) |
103 | Stone Soling (500 m ) |
104 | Cement(900 m ) |
105 | Steel (900 m ) |
106 | Sand, stone aggregate below 40 mm nominal size (900 m ) |
107 | Stone aggregate 40 mm nominal size and above (900 m ) |
108 | Stone Soling (900 m ) |
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